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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 06-00516 - Dental Health Center - AdditionZ O m m n w m c v � � .�.. z Z W N ic F, o 0? 3 y 3 OD O O O S O. > '' O a v V/ v d° C m 0 -1 .« 3 O 7 N �. N N W CD m m °• 01 0 c 3 v 0 01 O C', p C O CL CD M to C T -00 B 7 y G .« v 0 a F O 3• O� 3 a q C Z g c s o to m - n O CD v r- F CD 3 3 CC � c to 3 v ° n r o � m `< �'' -I o m CD O m CD 3 � W v CD m Z D Z C) —q vv�sZ a = CD 0 0 r } � " ■■ �o � m O 7 N "•� W C Z n CO S T1 C C O O Q < n r a y m > M �_ � m a o m _v o _ N S O O ZZ 0) ID pO O1 o O o O Y N C - 3 0 a •< n ' O ' o n a f � . 0 :; �o0Rl CD 0o 0 O n m a T m a ° �• 0 a cc 3 N 0 N ° _► CD N 0 .� rn � O CD O. � 0 2 W eD O,.0 C 0 ;a " �q(D CD 0 a'" C �(a H � N H 3 a N a O a M - 09 0 a v D O 0 01 O O O fl. a m 1 O N .N► O tD O O C. ID Q. .y N CD 5 3 C. d CD ID S n. N O W � o N c 0 C. O �Q a o o CD C 0 3 c a 0 O to O N 3 O O °L =C xCD°: �. c 3 C f/► 0.. 7 N C 0 m Z m 9 0 Z -i M n v CD l < n O O N C 0 O O C- W v X m CO) Cl) 0) T 0 (D T O N Z m cn O c cn L T m X cn C v 0 • a . ys . cr o m c p � va 1 -a y p � 0 3 � co �. N, n A /yam m n Q O m Z W N j N OD V 0) m M o N cn ,i � 'n to C T -00 B 7 y C v �' 3• O� ?i fA O 3 - n - n r a r 3 °' c � c ° o `< m v m `° CD Cl) v S v cn m �, vim, q 3 Q m 0 O w ' o 0o 0 O n m a T �• m Z o n w o e '� 0 0 C 0 o0 C z n CTI 3 n. � 0 3 ,i v '° Z T= 0 ° m v 70 v m -� � (� 0 ,CD M 0 PF O zmn - �■ CD @ O � .. m m -q g o ' a F M N 0 Z N \V � y O F' -I C C o < CL fl a m CL t;o� gE %BLRC�d L � I T1 of Certificate of Occupancy REX America's family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: Applicable Edition of Code: ,Site - address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0600516 International Building Code 2003 56 Professional Pla St Dental Health Center Addition Type V -N, Unprotected 72 No Smith Douglas J 56 Professional Plaza Rexburg, ID 83440 Oakey Construction E*Aot-- I�h-}in9 is Iron- Corvq>lictaf - - Business, professional or service, restaurants less than 50 This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that sties inspected on the date listed toes found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. , Date C.O. Issued: December 13, 29,07*3:46PM) C.O Issued by: Building Official There shall be no further change in the e)dsting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Ins pecto Fire Inspector: Electrical Inspector: P &Z Administrator: CITY. OF KEXB URG i tUILDING PERMIT APPLICATION Please 1 0600516 19 E MAIN, REXBURG, ID. 83440 Dental Health Center Addition 208 - 359 -3020 X326 ,� PARCEL NUMBER: will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# is based on the Intormatton - must be accurate OWNER NAME.- I) �D. S CONTACT PHONE # 3 5 - 9 a6 dL PROPERTY ADDRESS: PHONE #: Home Work (QO® 35 Cell �6 3 9 0 - 9 a6 2 OWNER MAILING ADDRESS: (Q d q L r J, D, CITY: STATE: T ZIP: ' 3qq EMAIL % 1 , C-on1 D-O g ._ 3 '�_ 1 4 9 APPLICANT (If other than owner) hn e O's. q 6 6.1 Q (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work ( Cell ( CONTRACTOR MAILING ADDRESS: .5 25 W, / CITY P i1 64 TATE ZIP PHONE: Cell# Work# 005 5 - Af Fax# EMAIL IDAHO REGISTRATION # & EXP. DATE P'C-/ " How many buildings are located on this property? r I, Did you recently purchase this property? N�. Yes (If yes give owner's nam Is this a lot split? NO YES (Please bring copy of new legal description ert&T 2 0 2 006 PROPOSED USE: 1_ 1o_V J0..1 N r n e _ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Ad � F APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATI : under penalt of perjur I hereb certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The.kuilding official may revoke a pe i t on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact i �die)pplication on the pl s n hic e pe roval was based. Permit void if not started within 180 days. Perniit void if work stops for 180 days. / f. ao o Signature o Owner / plicant DATE Do you prefer to be contacted by fax em r phone? Circle One WARNING — BUILDI PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning fanuaty 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application ** * *Building Permits are void if your check does not clear** 2 I BuildlFg Safety Department City of Rexburg 19 E. Main ionellh @rexburg.org Phone: 208.359.3020 ext 326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OF REXB (JR C[TY OF REXBURG Americas Family Community Affidavit of Legal Interest State of Idaho County of Madison I, Name City ownership of the property which is the subject of th� Dated this day of , 20 Address State Being first duly sworn upon th, depose and say: (If Applicant is also O err of Record, skip to B) A. That I am the record owner o e property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertain[i& to that property. B. I agree to indemnify, defend and hold Rexburg " -City and its employees harmless from any claim or liability resulting from any dispute as to dw statements contained herin or as to the Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 3 Please complete the Xire Application! I If the question does not apply fill in NA for non applicable NAME PROPERTY AD RESS 5 r Q SSt a n I k 1 Permit# SUBDIVISION I.J Dwelling Units: Parcel Acres: SETBACKS FRONT SIDE SIDE BACK C �y Remodeling Your Building /Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Second floor /loft area Finished basement area { Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: -' Water Meter Size: Requlredffl PLUMBING �/� Of Plumbing Con actor's ame: Pe '' `&I Business Name: lI/ AM I Address P 7 Ci t� bd State Zi tY �` `'� p Contact Phone: ( ) za - h 70 Business Phone: ( ) Email Fax 97 7 ,4" FIXTURE COUNT (Including roughed fixturesl Clothes Washing Machine Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ `lL U (Commercial Only) Required! Signature of Licensed Contractor License number D to The City of Rexburg's permi fee schedule is the same as required by the State of Idaho 4 Please complete the enti Application! If the question doeset apply fill in NA for non applicabl NAME Uo v. , 1 a PROPERTY AD RESS 1 5L r'a ps -S + Permit# SUBDIVISION 0 Requlredffl MECHANICAL Mechanical Contractor's Name: aL ZC_ . A , �C,4 ht �jmusinessNanie: Q F �S State ty A ..� Address Ci Zip V ffo Contact Phone: ( ) °` 7 7 Business Phone: ( ) Email Fax 7.a' 9! 7 74� Mechanical Estimate $ , /i (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Required! S' a of Licensed Contractor License number Date The 00 of Rexburg .-hermit fee schedule is the same as required by the St ate of Idaho �tiXB�I Building Safety Department"" oF r City of Rexburg �i o s� 19 E Main janellh@rexburg.org Phone: 208.359.3020 x326 " *. Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 CITY O F REXB America's Family Community OWNER'S NAME o PROPERTY ADDRESS 56 r fi YS5 ► n n a �z �. , el r�Permit# SUBDIVISION PHASE LOT BLOCK Requiredffl ELECTRICAL Electrical Contractor's Nam re, W U Business Name ©& J� t V ,- I e_ C 4r t ,;J Address 2 S' l�V. 1 y } ` City :r/. < e /mac / / S State re -4 4o Zip 6 Cell Phone Q 08) S_ I? `' - $—� �� Business Phone S 2 1 /' -, 5 7 v / / Fax (,l a 4 5_Z V ^ S_" Email 6 c, Electrical Estimate ( cost of wiring & labor) $ 79oo ._ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) Up to 200 amp Service* 201 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. Signature of License Contractor License number Date The City of Rexburg'r permit fee schedule is the same as required by the State of Idaho 0 Bull 19 E. Main Rexburg, ID 83440 g Safety Department City of Rexburg janellh@rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 ��a RERBURC,9 0 �Eo CITY O F REXBURG _..�.__ ___ Cw _ _ - -- Americas Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO APPROVED BY: - APPLICANT INFORMATION: //�� _ Business Name: e ,1 0o � J &, Office Address: 6 r��'e ss �R n�a I� c� . ev �,� , {��� 4 3 qq 6 v City State Zip Office Phone Number: (A!' ) 35 — 9 a 7 Contractor Performing the Work: Contact Person: Cell Phone # ( ) - LOCATION OF WORK TO BE DONE: . D/ '' nn Street Address Where Work Will Be Done: S6 eAes t a nod 4 k z T Business Name Where Work Will Be Done: UervAQA �r-- Dates For Work To Be Done: To Contact Person: Phone Number: ( ) Cell # ( ) PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHIN S Y STEMS 1 J COMPRESSED GASES 0 � V ❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS 4T MEMBRANE STRUCTURES, TENTS, AND CANOPIES (?A C � ®0,6 Applicant's Signature Date 7 • SUBCONTRACTOR LIST 0 Excavation & Earthwork: kH UE /z EX CA,✓'A7° / ©j✓ Concrete: ©AL.M Q Masonry: A6 4• Roofing: '?) Y) fv Cc 0,0 k� q-- 1 Insulation: 5`ff� �vyt�t�Ti a N Drywall: k - ARYtOA C Z- ee - 7 - tJ'G Floor _ / Coverings: /v eB g, 9► t��s Plumbing: A41"Sj^riz Heating: A "fit qf 11- =A7`IAG� OAA�Ey 4iF- 7 - ,SIC- - Special Construction (Manufacturer or Supplier) Roof Trusses: S /77> e l.4f --3T' Floor /Ceiling Joists: ' d, /n 0- Wwr Siding /Exterior Trim: ,QR Y/ -v Aw ATE fL Q cy, -v,.r Other: EXEMPTAsiS FROM STATE REASTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov /cont.htm ❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ❑ Employee of a US Government agency (State, City, County, or other municipality) ❑ Public Utility doing construction, maintenance, or development to its own business ❑ Involved with gas, oil or mineral operations ❑ Supplier doing no installation or fabricating ❑ Contracting a project or projects with a total cost less than $2000 ❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code ❑ Any type of water district operations ❑ Work in rural districts for fire prevention purposes ❑ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construction of a building used for industrial chemical processing per Idaho Code ❑ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Signature Print Name Date Z Building Safety Department �,a Raxe�R�, City of Rexburg � a o 19 E. Main jonellh @rexburg.org Phone: 208.359.3020 ext 326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 CITY OF REXBURG America's Family Community Office Hours: Monday - Friday 8:00am- 4:00pm Commercial /Multi Family Pre - Construction Checklist Seismic Design Category — D Roof Snow Load — 35 lbs. per sq. ft. (unless soil evaluation confirms category C) Wind Load — 90 MPH Ground Snow — 50 lbs. per sq. ft. Frost Depth — 36" The following items should be completed be oreyou submityour building permit application. Completion of Building Permit Application: You may print this application from our website www.rexburg.org or pick up a copy at the City Annex Building (address above). Commercial Permits: (the following must be submitted with the Application) f" 4 sets of site plans and 2 sets of building plans stamped by a licensed professional 5dr Site plans and building plans in PDF format oL&_ r _k 1 a b6 Structural Calculations stamped by a licensed Engineer t�7 Energy Compliance Report: As per the 2003 IECC, a Compliance check must be completed and submitted (the comcheck is available online at www.energycodes.gov Please complete the envelope, mechanical & lighting sections. Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form must be completed and signed see Page 9. E( Page 4 of the Application must be completed and signed by your Plumber A copy of the Plumber's License is required for our files. Ctd Page 5 of the Application must be completed by signed by your Mechanical Contractor a copy of the Mechanical License is required for our files. r ❑ Mechanical system sizing and design Page 6 of the Application must be completed and signed by your Electrician A copy of the Electrician's License is required for our files. ❑ Electrical layout must be included with the building plans. Plans will be reviewed by the electrical inspector prior to issuance of the building permit. • ❑ Emergency Services Construction Permit ❑ Lighting Plan Electrical Permits are now issued through the City of Rexburg. See Page 6 of the application. Remodels: If you are considering a remodel, a � cM of the bid or estimate for the remodel must be submitted with the Permit Application. • 2 set of plans (may need IECC Review) • Additions — Same as new construction Building Safety Department City of Rexburg 19 E. Main ionellh @rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 aF RBxB SRC A. �o 'y V 0 CITY O F REXBURG America's Family Communig Site Plan Checklist Permit Number: ApplicatiqAi Informat Applicant: 11 6 Ika ( CL s a S te, r � ID S Phone: 3 6a FAX: Applicant's Address: 1 b On L 01r �� (� ,r City: v,r ST: T Zip. 93446 Project Address: , � - 6 -. a 4 171 r 1. �f 7 2 �1 u 0 Recorded Owner: Oo LkIcAo's �m i Phone: . 3 S'�- 9a 6 2 FAX: 3 �6 w g 9 0 Recorded Owner Address: ( 0 ® ti �- � r �� �„ City: Q Q��_ ST: T— Zip: L4 L1 0 Development Information C 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible. I� 2. Adjoining streets labeled. C 3. Right - of - way location and width, curb to curb widths and sidewalk location. Id 4. Building location, sq footage and dimensions, with distance to property lines and distances 1 between buildings. E 5. Show existing and proposed easements. Gd 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). 7. Proposed utilities including tie in location to existing services and new easements. V Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). 9. Storm drainage plan for parking lot and roof areas, with calculations. ❑ 10. Fire hydrants and fire suppression lines (including tie to City lines). ❑ Sprinkled ❑ Not Sprinkled ❑ 11. Indicate Fire apparatus access. Ld 12. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). e13. Landscaping (type and total area, including dimensions). Ld 14. Trash facilities. 56 15. North Arrow 1416. Drawing to Scale, including a graphic scale (11 %2 x 17" paper if possible). ❑ 17. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.) • ❑ 18. Legal description of proposed building site included. 19. Percent of lot covered by building or paving calculated. • 20. Show 10% snow storage area. • 21. Distance of entrances from street corner indicated. • LJ 22. Current Vicinity Map. (81/2 x 11 ") at 1" = 300' scale, showing location of the property. ❑ 23. Lighting Plan NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. -'�' Building Safety Department City of Rexburg 19 E. Main janellh@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OF RRXB URC & i �O C I T Y OF REXBURG America's Family Communih Business Application Questionaire (for the purpose of wastewater permitting) 1. Type of business or establishment? .,�F- lyzat C4i/r,C- 2. Will this business be doing any type of food preparation or cooking? �o 3. 4. 5. 6. 7. 8. 9. What type of food preparation or cooking will be done? ;, Hr Will there be any deep fat frying? Yes No Will the facility have food disposal systems? Are you a business planning to occupy an existing building? q - s or, are you designing a new facility? A/bh -cvJ Will your business have chemical storage? Yes No Will this facility operate year round? Yes No Will there be any grease traps or sumps at the facility? Yes No A' 10. Will there be any types of chemicals used at this facility, other than household cleaning solutions? Yes No Y 11. Is there any manufacturing of products at this facility? Yes No A--" Ap 'cant Signature Date E > f I. - E t • M L �� xs ion � E R a s S � R I F:la�f RF R E R ! IN ! Y • _— MAIN STREET - sc*1 z m ON a E O w O uo ro \ M w � O "as FIRST SOUTN STREET i !f r tcp F � !�f !;!E C R4 i i J e i l ',Y P m� m� I� n� O f n� 0 9 rm � kn � r° 11 i�.fa sap � 1 • Ra • 1 Z7 I w��• .fe io 0 P O s iiI •� LI j (D N s 3l I ` E1/ ? Er y (D v n w O , p U O a� if 6 n co in— j R CD 'iYE € a X O Q p Sri a C� w aa.o I � ro x a � I I w 1 "as FIRST SOUTN STREET i !f r tcp F � !�f !;!E C R4 i i J e i l ',Y P m� m� I� n� O f n� 0 9 rm y Y � kn ilhl�l' p o Z7 P O s iiI •� LI j (D N s 3l I ` E1/ ? Er y (D v n CD U O a� if 6 n co in— j R CD 'iYE € a X O Q p Sri a C� s O �1 00 3 l y Y � kn ilhl�l' p o Z7 P O s iiI (D j (D N s 3l I E ? Er y (D v CD U O a� if 6 n co in— j R CD 'iYE 3 l I,I�fi�i li III y Y p o Z7 P O s iiI (D j (D N s 3l ID O E ? Er y (D v CD U O a� if 6 n co in— j R CD 'iYE „�� �.,. .� _ .. .. ., .. .. .. ... Ind •./cl 5 a 11ODVV 1O VC79 1�1 GlJO'JGG - OJGO N• 1 .. - SUNDBERG & ASSOCIATES ARCHITECTS SIXTEENTH & BOULEVARD • P.O. BOX 2379 • IDAHO FALLS, IDAHO 53403 TELEP14ONE (208) 522 MI FAX (208) 5228928 0600516 August 29 2006 Dental Health Center Addition Doug. Smith, DDS FAGD 56 Professional Plaza Rexburg, ID 83440 Re: Architectural/Structural Engineering Agreement for Building Addition Dear Dr. Smith: Please find enclosed our professional agreement for design services for your new building addition, please review and sign if the contract meets with your approval. If you prefer to fax the agreement to Sundberg & Associates, Inc., our fax number is 522- 6928. We look forward to the opportunity to provide architectural /structural engineering services to your project and as stated in the contract, we anticipate completion of drawings two weeks after receiving back the signed agreement. Thank you, please call if you have any questions or comment. Very truly yours, SUNDBE ASSOCIATES, INC. ewe s e 1 CI OF RE)(BUF � i" I I ► ► I ► I I I i' PIIII ► ► ►It�_ LI.LLLI.LLLLI � 1 I���I�I�, I ► I I ► I ► ► , 1 1 1 1 1 I��II I1 =1�111�1I1I ►11�1I1► ► ►� ! "i1l'I'I'!'I'i'I ►' 1 i'I' ....� �. �-�. ii► Il�h I Ih I hhl I►h ■ I I U i JJO'•tou" f FMV 4 4 4 4 r o 4W~ D'4• i --- - - - -- __ a a If - p �q ❑ �S .b' . Ib' i'O' • m>w rUQv 0 �Q i f VGIL�/ J a N II � r � a p ia 1 1 all 1 1 1 1 81 1 11 1 1, P.1 b .. v � vva. . • i a. 11 JVIIVIJCI S q fl »VlilCbCS, lfl GVa �.7CG �d.7 C� PROFESSIONAL SERVICES AGREEMENT AUGUST 29, 2006 Dr. Doug Smith (Client), hereby authorizes Sundberg & Associates, Inc. an Idaho Corporation, to provide the services set forth below. All services herein are subject to the terms and conditions as set forth below. 1. CLIENT INFORMATION: Client: Dr. Doug Smith 2. PROJECT INFORMATION: Project Name: One -story addition w/a basement w /approximately 3,400 square feet. Location: Rexburg, Idaho 3. PROJECT DESCRIPTION: A. Architectural, Structural Engineering provided to design a one story addition with basement. 4. CONSULTING SERVICES: A. Our services will include two sets of drawings for the City of Rexburg to accommodate approvals and issuance of a building permit. We will provide an additional eight sets of drawings for bidding and construction purposes. B. Specifications, Civil Engineering, Electrical Engineering, Mechanical Engineering and Construction Observation are not included in our fee proposal. 5. CONSULTANT'S FEE: We propose to provide Architectural, Structural Engineering services to this project for a fee of $10,140.00 Drawings to be complete two weeks after "Notice to Proceed ". Thank you for the opportunity to propose our professional services on this project. We look forward to working with you. Please indicate your acceptance of this proposal and the attached terms and conditions by signing and returning a copy by fax or mail. . P. c rr �.r5 �v L%J - T . a a I J4f1ULOW[ Of nJb{Jli14CIl.r5, 1(1 CUO Occ - OJCO N. J Page 2 — Dr. Doug Smith Building Addition Contract August 29, 2006 Please call if you have any questions or concerns regarding this proposal. Respectfully, SU BE G ASSOCU ES, INC. Newell M. Goldsberry, (AR -832) The Professional Services Agreement herein, is effective between the Client and SuQ & Associates, Inc. as of the date appearing below. f+ I' Client I Date Dec 06 2006 4:28PM Sundberg & Associates, In 208- 522 -6928 P.1 N011-�L2-2006 11;55R FROM : JEFF PA 2085420491 - 0226926 P.1 00 1 . t I s� M is P c SUNIBERG AND AS90C(ATES, INC. IN(, DEl17AI MW CBNTf;Ry evn.Dirrc ADD1 t R C N 1 T E C T S W PROPBBSIMAL NAY — REXBURG, IDAHO +n am tmn mttr / M+ne row m" awa - n > -sn , r . as aoo. EXTERIOR ELEVATIONS [ -NM. rmw�+ylac.rt x o � o CD o o �o C� C)-� 0 Dec 06 2006 4:30PM Sundberg & Associates, In 208- 522 -6928 P.1 SUNDBERG & ASSOCIATES ARCHITECTS SIXTEENTH 8 BOULEVARD • P.O. 60X 2269 • IDAHO FALLS, IDAHO 83403 TELEPHONE (208) 522 -6901 FAX (208) 522 -6928 December 6, 2006 To: City of Rexburg Attn: Emily From: Newell Goldsberry Re: Dr. Doug Smith Project El 0 Dec 11 2006 9:38RM • Sundbere & Associates, In 208 -522 -6928 P.1 SUNDBERG & ASSOCIATES ARCHITECTS SIXTEENTH & BOULEVARD • P.O. BOX 2269 • IDAHO FALLS, IDAHO 83403 TELEPHONE (208) 522 -6901 FAX (208) 522 -6928 December 6 2006 To: City of Rexburg 0600516 Attn: Emily . Dental Health Center Addition From: Newell Goldsberry Revisions 12/11/2006 Re: Dr. Doug Smith Project Dec 11 2006 9:3 8AM Sundberg & Associates, In 0 208- 522 -6928 0 p.3 T •d 826922S:01 Tb702t 8siuw 9-�31:W0u dTc:bo 9002 -8 -om Part A - PRFAM E THIS INDMM, made and executed this 16th day of April, 1974, WLTNESSETM: WlERFAS, the undersigned, J. Kent Jolley, Jill L. Jolley, W. Brent Eames, Linda J. Eames, Stephen W. Christensen, Bobbie Christensen, Petersen Enterprises, Inc. and Golden Living Center Inc., all of Rexburg, Madison County, State of Idaho, are the owners in fee of all the lots contained within the boundaries of Lots 1 and 2 of Block 1, Lots 1 and 2 of Block 2, Lots 1, 2, 3 and 4 of Block 3; Lots 1,2,3,4 and 5 of Block 4; Lots 1, 2, 3, 4, and 5 of Block 5; and Lots 1 and 2 of Block 6, of the Professional Plaza Modification Plat, of a portion of Block 1, Rigby Addition to the City of Rexburg, Madison County, Idaho, as per the recorded plat thereof and the plat of said subdivision having been duly filed and recorded in the office of the Recorder of Madison County, Idaho, on the 24th day of November, 1971, as Insturment No. 143,710 Records of said County; and which by reference is incorporated herein, and WZREl1S, it is deemed necessary and desirable for the protection of the undersigned and of all future purchasers and owners of said lots that certain reasonable restrictions be placed upon the use of said lots in the addition aforesaid, by the undersigned an4,by all future purchasers, and owners and occupants thereof, for a reasonable period of time, NUW, THER12WE, in consideration of the premises and in further consideration of the premises and in further consideration of said lots, the undersigned owners, for themselves, their heirs, executors, administrators and assigns, do hereby covenant and agree to and with each and all future purchasers and owners of each and all of the lots in said tract and all owners of land in Block 1 of the Rigby Addition to the City of Rexburg, and their heirs, executors, administrators and assigns as follows: Part B - AREA OF APPLICATION 1. Fully Protected Limited Office District. The limited office district covenants in Part C in their entirety shall apply to all the property above - described, with no exceptions. Part C - LIMITED OFFICE DISIRICr CdVEMM. 1. Land Use and Building Type No lot in said limited office district shall be used except for professional offices, or offices whose function and activity do not exceed professional offices in any respect, including but not limited to: office hours, traffic, noise level and signs, except that the office located on Lot 2, Block 2 of said Plaza may be used as a business office for Mountain Bell (Mountain States Telephone and Telegraph Co.). Until the year 1964 it has been determined that the function and activity of the A.S.C. office and Soil Conservation office of the United States Department of Agriculture exceed professional offices. 2. Architectural Control No building shall be erected, placed or altered on any lot until the construction plans and specifications, and a plan showing the location of the structure have been approved by the architectural control committee as to the quality of workmiship and materials, harmony of external design with existing structures, and as to location with respect to topography and finish grade elevation. Approval shall be as provided in Part D herein. 3. Office Bun Cost, Quality and Size. No office building shall be permitted on any lot at a cost of less than ,000., excluding the price of the lot, based upon cost levels prev ailing on the date these covenants are recorded; it is the intention and purpose of the covenant to assure that all office buildings shall be of a quality of workmanship and materials substantially the same or better than that which can be produced on the date these covenants are recorded at the minimum cost stated herein for the minim= permitted office building size. No office building shall be erected, altered, placed or permitted to remain on any such lot exceeding one and one-half stories. The grand floor area of the main structure shall be not less than 1200 square feet for a one -story building. 4. Front Line Setback Restriction. No building shall be placed on any lot so that any portion thereof which extends above grou shall be Uo to any sidewalk upon which said lot abuts, either on the front or side, than five feet. 5. Lot Area and Width. No office building shall be erected or placed on any lot having a width of less than 40 feet at the minimum building setback line nor shall any office building be erected or placed on any lot having an area of less than 2,400 square feet. 6. Utility Lines All utility lines, except electric, must be installed underground. 7. Nuisances No noxious of offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood, which shall mean not only the plaza itself, but all the residences in Block 1 of the said Rigby Addition. 8. Temporary Structures No structure of a temporary character, trailer, basement, tent, shack, garage, barn or other outbuildings shall be used on any lot at any time as an office, either temporarily or permanen 9. Restriction Concerning Signs and Billboards No signs, billboards, or advertising devices, except those used in the sale of property, shall be place on any lot or building in said limited office district, except such signs as may be necessary to identify offices. Such signs shall not be in lights or neon signs, and shall not be greater than 15 square feet in size. The lettering on such signs shall not exceed eight inches in height. 10. Garbarge and Refuse Disposal No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall not be kept except in sanitary containers. No incinerators shall be kept or maintained on the premises. 11. Fences No fence or retaining will shall be erected that does not have an equally pleasing appearance from either side unless permission is obtained in writing from the adjoining lot owners whose property such fence separates. No fence or wall shall be erected, placed or altered on any lot nearer to any street than the minimum building setback line. Each lot owner shall be required to construct an attractive chain link fence five feet high on the line between his alleyway and an adjoining residential property. 12. Asphalt Alleyways The purchaser of each lot shall construct or cause to be constructed an asphalt alleyway on his portion of the private alleyway at least 20 feet in width, and adjacent to the rear lot line the entire length of his lot line upon the completion of his office building. 13. landscaping When any building shall be constructed upon any lot or lots in the plaza, the owner of the said lot or lots on which such building is constructed shall cause the portion of said lot or lots owned by him and lying between the front lire of the building and the sidewalk to be suitably landscaped and/or seeded with shrubbery and /or other appropriate foliage. Part D - AFJMIECMtAL COWROL CCMrW= 1. Membership The architectural control committee is composed of Dr. Lester J. Petersen, W. Brent Eames and J. Kent Jolley. A majority of the committee may designate a representative to act for it. In the event of death or resignation of any member of the committee, the remaining members shall have full authority to designate a successor. Neither the member of the committee nor its designated representative shall be entitled to any compensation for services performed pursuant to this covenant. At any time, the then record owners of a majority of the lots shall have the power, through the duly recorded written instrument, to cue the membership of the committee or to withdraw from the committee or restore to it any of its powers and duties. If said committee ceases to function for any reason, the requirements of the entire Part D shall be met by filing plans and specifications for approval or disapproval with the Planning Board of the City of Rexburg, Idaho. 2. Procedure The committee's approval or disapproval as required in these covenants shall be in writing. In the event the committee, or its designated representative, fails to approve or disapprove within 30 days after plans and specifications have been submitted to it, or in any event, if no suit to enjoin the construction has been caimmenced prior to the completion thereof, approval will not be required and the related covenants shall be deemed to have been fully complied with. Part E - GIIU& PRCVISICW 1. Term. These covenants are to rum with the land and shall be binding on all parties and all persons claiming under them for a period of 25 years from the date these covenant are recorded. After which time said covenants shall be automatically extended for successive periods of ten years, unless an instrument signed by a majority of the then owners of the lots and at least two - thirds of all property owners within app feet of any Portion of the plaza, has been recorded, agreeing to change said covenants in whole or in part. 2. Enforcement Enforcement shall be by any aggrieved party by proceedings at law or in equity against any person or persons violating or attempting to violate any covenant either to restrain violation or to recover damages. 3. Severability. Invalidation of any one of these covenants by jtxl ent or court order shall in no wise affect any of the other provisions which shall remain in full force and effect. IN WITNESS WM EW, the said undersigned owners have hereunto set their hands to these covenants the day and year in this indenture first above written. /s/ J. Kent Jolley /s/ W. Brent Eames /s/ Stephen W. Christensen PETERSEN ENTERPRISES, INC. By: /s/ Pres. Lester J. Petersen Its: President Attest: /s/ Sec. Lola A. Petersen Its: Secretary /s/ Jill L. Jolley /s/ Linda J. Eames /s/ Bobbie Christensen C(IM LIVING CENIER, INC. By: /s/ Pres. Lester J. Petersen Its: President Attest: /s/ Sec. Lola A. Petersen Its: Secretary Recorded the 16th day of April, 1974, as Instrument No. 152177, records of Madison County, Idaho 1 V LL LL w 0 Z 0 U W W 0 =AST MAIN STREET �� gG ( S6.2S SZ•5 ,S c�SZ•S �iZ.S 1.1 1.2 1.13 1.14 1.15 1.36 1.35 1.21 1.22 \ � I r SOUTH STREE RIGBY ADDITION BLOCK I co cn Q W D N N 1.37 I 1.23 x N 1.5 P v 1.46 1.24 CD r 1.45 OrG�c � (.7 r \;:E -. 1.25 � 1.17 i m Q 4 1.4 1.26 ;p f l g l 8 1.40 1.4 1.43 1.18 1.27 I 1 1.9 1.12 1.19 1.28 i�ND2�►5 1.20 41.34 1.33 1 n 1.10 1.29 7 I M 8 V13 1.30 �?� --•�� r SOUTH STREE RIGBY ADDITION BLOCK I co cn Q W D 0 • Dental Health Center Family Dental Care Doug Smith, DDS 56 Professional Plaza Rexburg, Idaho 83440 (208) 356.9262 06 00516 - 11/27/2006 Dental Health Center Addition To Whom It May Concern: The owners of the property adjacent to the west alley and property to the east of the alley are in agreement that said alley and property will be vacated. The following owners have an interest in the alley and agree to the abandonment of said alley and are willing to allow Douglas J Smith to proceed with building. Kent M..Archibald r.'.4 • 'Yl A 40a Date 1 2-7 10& t as J. Smith Date. Marshall Merrell Date 2-'1 N csv . 'o Gary L. Lovell Date It/,1 w ;w Al ZI nrxvE d zR , f ., � � � � z / 1 r •. r , r r r` f ! b Fs r s Dan C. Dummar, Attorney at Law November 29, 2006 Mr. Stephen Zollinger 159 East Main Street Rexburg, Idaho 83440 Subject: Required Signatures in Order to Obtain Building Permit To Whom It May Concern: It is understood that the alleyway directly behind Dr. Douglas J. Smith's (hereinafter "Dr. Smith ") property is a private alleyway, with ownership being held equally by all property owners in the subdivision. It is also understood that Dr. Smith intends to expand and enlarge his building and in order to do so the city is requiring that all ownership, in the portion of the alleyway sitting directly behind his property and being more particularly described below, be transferred into Dr. Smith's name. Accordingly, Dr. Smith has instructed a local survey company to prepare a legal description, which legal description now describes the portion of the alleyway sitting directly behind his property. This legal description is set forth below and is referred to in this letter as "the property." It is also understood that the city has told Dr. Smith that if he were to obtain a signed letter prior to him obtaining all quitclaim deed signatures, stating that all record property owners were willing to transfer ownership in the property, that they would immediately grant Dr. Smith a building permit in order that he may commence construction on his project. Therefore, the undersigned do intend to sign a quitclaim deed releasing and quitclaiming forever any interest they may have in the property 36 Professional Plaza, Suite 104 . PO Box 292 . Rexburg, ID 83440 telephone (208) 243 -0375 .fax (208) 359 -8190. e-mail rexburglaw@msn.com Page: 2 November 29, 2006 described below unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 0 06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza. Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °5338 "W. 3.00 feet; thence N.00 0 06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 °06'22 "E. 158.00 feet; thence 5.89 0 53'38 "W. 17.00 feet to the POINT OF BEGINNING, TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Sincerely yours, Print Name Print Name Print Name Print Name Print Name Print Name Print Name Signature Signature Signature Signature Signature Signature Signature Print Name Print Name Print Name Signature Signature Signature 0 • Dan C. Dummar, Attorney at Law December 8, 2006 To All Professional Plaza Lot Owners: Rexburg Properties, L.L.C. Heiner Limited Partnership, an Idaho Partnership Randall M. Schwendiman and Sherie Schwendiman Randall D. Sutton and Jill R. Sutton Lyle Simmons and Diane Simmons SSS, an Idaho General Partnership Dirk Stroble and Janie M. Strobel Roger D. Pearson and Merralyn J. Pearson Marshall H. Merrell and Jan S. Merrell Mike Merrell and Andrea Merrell Targhee Medical Associates, L.L.C. s Archibald Enterpries, LLC Subject: Required Signatures in Order to Obtain Building Permit Dear Professional Plaza Lot Owners: I am writing to you regarding Dr. Douglas Smith's building expansion into his parking lot (56 Professional Plaza, Rexburg). It is has come to our attention that the alleyway (which includes Dr. Smith's parking lot) directly behind Dr. Smith's property is a private alleyway, with ownership being held equally by all property owners in the subdivision. When this was discovered, Dr. Smith was instructed by Stephen Zollinger that the city of Rexburg would not allow him to proceed with his planned expansion unless Dr. Smith and his wife were the sole owners of their portion of the private alleyway. In order to accomplish this, the below property description was prepared by a local engineering firm and a title report has been prepared by Alliance Title of Rexburg as follows: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 0 06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, 36 Professional Plaza, Suite 104 . PO Box 292 . Rexburg, ID 83440 telephone (208) 243 -0375 .fax (208) 359 -8190 . e -mail rexburglaw @msn.com 0 • Page: 2 December 8, 2006 Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thence N.00 0 06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 0 06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING This property description represents the portion of the alleyway behind Dr. Smith's property (his parking lot).- In furthering the transfer of ownership of this property into Dr. Smith's name, we have prepared quitclaim deeds, which include this property description, for all lot owners to sign, effectively transferring ownership for Dr. Smith's portion of the private alleyway solely to Dr. Smith and his wife. We have been given assurance by Mr. Zollinger that the city will allow Dr. Smith to continue his expansion were all owners to sign the enclosed quitclaim deeds. As time is of the essence in this matter, we would be most appreciative if you would please sign and have notarized the enclosed quitclaim deed document. We will come by Monday afternoon to pick these up from your office or you may simply drop them off at our law office located here in the Professional Plaza at 36 Professional Plaza, Suit 104. Please feel free to call me or e -mail me with any questions you may have Sincerely, Dan C. Diimmar Attorney at Law Enclosures: Quitclaim Deed 36 Professional Plaza, Suite 104 . PO Box 292 . Rexburg, ID 83440 telephone (208) 243 -0375 *fax (208) 359 -8190 . e -mail rexburglaw @msn.com 0 0 Quitclaim Deed For Value Received, Rexburg Properties, L.L.C., the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this -th day of December, 2006. Agent for Rexburg Properties, L.L.C. STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, a Notary Public, in and for said state, personally appeared , an authorized agent of Rexburg Properties, L.L.C., known to me to be the person and agent of the company who executed the within QuitClaim Deed on behalf of said company and acknowledged to me that he executed the same for the purposes therein stated. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the date first above written. NOTARY PUBLIC for Idaho Residing at Commission Expires: Seal Quitclaim Deed Page 1 Quitclaim Deed For Value Received, Targhee Medical Associates, L.L.C., the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this ' day of December, 2006. Agent for Targhee Medical Associates, L.L.C. STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, a Notary Public, in and for said state, personally appeared , an authorized agent of Targhee Medical Associates, L.L.C., known to me to be the person and agent of the company who executed the within QuitClaim Deed on behalf of said company and acknowledged to me that he executed the same for the purposes therein stated. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the date first above written. Seal NOTARY PUBLIC for Idaho Residing at Commission Expires: Quitclaim Deed Page 1 0 Quitclaim Deed For Value Received, Archibald Enterprises, LLC, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this _' day of December, 2006. Agent for Archibald Enterprises, LLC STATE OF IDAHO ) ss. County of Madison ) County of Madison On this day of December, 2006, before me, a Notary Public, in and for said state, personally appeared , an authorized agent of Archibald Enterprises, LLC, known to me to be the person and agent of the company who executed the within QuitClaim Deed on behalf of said company and acknowledged to me that he executed the same for the purposes therein stated. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the date first above written. Seal NOTARY PUBLIC for Idaho Residing at Commission Expires: Quitclaim Deed Page 1 • • Quitclaim Deed For Value Received, Heiner Limited Partnership, an Idaho Partnership, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this _`' day of December, 2006. Agent for Heiner Limited Partnership STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, a Notary Public, in and for said state, personally appeared , an authorized agent of Heiner Limited Partnership, known to me to be the person and agent of the company who executed the within QuitClaim Deed on behalf of said company and acknowledged to me that he executed the same for the purposes therein stated. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the date first above written. NOTARY PUBLIC for Idaho Residing at Seal Commission Expires: Quitclaim Deed Page 1 NOTARY PUBLIC for Idaho Residing at Quitclaim Deed For Value Received, SSS, an Idaho General Partnership, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: S.89 °53'38 "W. 3.00 feet; thenceN.00 °06'22 "W. 85.00 feet; thence S.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence S.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this "day of December, 2006. Agent for SSS, an Idaho General Partnership STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, a Notary Public, in and for said state, personally appeared , an authorized agent of SSS, an Idaho General Partnership, known to me to be the person and agent of the company who executed the within QuitClaim Deed on behalf of said company and acknowledged to me that he executed the same for the purposes therein stated. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the date first above written. Seal • Commission Expires: Quitclaim Deed Page 1 • • Quitclaim Deed For Value Received, Roger D. Pearson and Merralyn J. Pearson, Husband and Wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is S.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °5338 "E. 21.25 feet; thence 5.00 0 06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this _tn day of December, 2006. Roger D. Pearson Merralyn J. Pearson STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared , known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 • Quitclaim Deed U For Value Received, Marshall H. Merrell and Jan S. Merrell, Husband and Wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence S.00 0 06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this ' day of December, 2006. Marshall H. Merrell STATE OF IDAHO ) ss. County of Madison ) Jan S. Merrell On this day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared , known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 • • Quitclaim Deed For Value Received, Mike Merrell and Andrea Merrell, husband and wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °5338 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 °06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this m day of December, 2006. Mike Merrell Andrea Merrell STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared , known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 • • Quitclaim Deed For Value Received, Randall M. Schwendiman and Sherie Schwendiman, husband and wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 0 06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this _t'' day of December, 2006. Randall M. Schwendiman Sherie Schwendiman STATE OF IDAHO ) ) ss. County of Madison ) On this day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 0 • Quitclaim Deed For Value Received, Randall D. Sutton and Jill R. Sutton, husband and wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 0 06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this th day of December, 2006. Randall D. Sutton Jill R. Sutton STATE OF IDAHO ) ss. County of Madison ) On this day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 • ss. • For Value Received, Lyle Simmons and Diane Simmons, husband and wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 °53'38 "W. 17.00 feet and N.00 0 06'22 "W. 65.00 feet from the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 °06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this to day of December, 2006. Lyle Simmons STATE OF IDAHO County of Madison On this Quitclaim Deed Diane Simmons day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 Quitclaim Deed • For Value Received, Dirk Strobel and Janie M. Strobel, Husband and Wife, the grantor(s), do(es) remise, release and forever quitclaim unto Douglas J. Smith and Gladys Earlene Smith, husband and wife, of 56 Professional Plaza, Rexburg, Idaho 83440, the following described property: Beginning at a point that is 5.89 0 53'38 "W. 17.00 feet and N.00 °06'22 "W. 65.00 feet frgm the Southwest corner of Lot 5, Block 4, Professional Plaza Modification Plat, a portion of Block 1, Rigby Addition, to the City of Rexburg, Madison County, Idaho; running thence along the boundary of said Professional Plaza Modification Plat the following four (4) courses: 5.89 °53'38 "W. 3.00 feet; thence N.00 °06'22 "W. 85.00 feet; thence 5.89 °53'38 "W. 1.25 feet; thence N.00 °06'22 "W. 73.00 feet; thence N.89 °53'38 "E. 21.25 feet; thence 5.00 0 06'22 "E. 158.00 feet; thence 5.89 °53'38 "W. 17.00 feet to the POINT OF BEGINNING. TOGETHER with all tenements, hereditaments and appurtenances thereunto belonging. Dated this _"' day of December, 2006. Dirk Strobel STATE OF IDAHO County of Madison On this Janie M. Strobel ) ss. day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared known to me to be the person(s) whose name is subscribed to the within and foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: Quitclaim Deed Page 1 DECLARATION OF RESTRICTIVE COVENANTS THIS DECLARATION OF CONSERVATION COVENANTS, CONDITIONS AND RESTRICTIONS (hereinafter "Declaration ") is made this J,2 }'� _ day of &A , 2006, by Douglas J. Smith and Gladys Earlene Smith, husband and wife, ( "Declarant "). RECITALS AND CONSERVATION PURPOSES WHEREAS, the Declarant is the sole owner in fee simple of certain real property ( "Property ") located in Madison County, Idaho, which is more fully described in Exhibit "A" attached hereto and made a part hereof; and WHEREAS, it is the purpose of this Declaration and it is Declarant's intent to place restrictions, covenants and conditions on the Property for the following purposes: 1. To place a restrictive lot line covenant upon the described area of said lots for the purpose of joining the area described into one for the purpose of development purposes, thereby meeting the required setback regulation of the City of Rexburg, Planning and Zoning. Said lots shall be joined for developmental purposes and shall not be released except that the city may, upon review and approval, lift the restrictions so as to cause the least amount of land required by the City's setback regulations to be included in this restriction. WHEREAS, the restrictions, covenants and conditions are made pursuant to, and in accordance with, the provisions of Idaho Law and pursuant to instructions by the City of Rexburg, Planning and Zoning; NOW THEREFORE, Declarant hereby unconditionally and irrevocably declares and covenants with the City that the Property shall be held and subject to the restrictions and conditions as set forth herein, that shall constitute a perpetual servitude on the property, run with the property, and be binding on all parties that have or shall have any right, title or interest in the Property. ARTICLE 1. PROHIBITED AND RESTRICTED ACTIVITIES Any activity on, or use of, the Property inconsistent with the purposes of this Declaration is prohibited. ARTICLE II. ACCESS, ENFORCEMENT AND REMEDIES A. ACCESS. Declarant and its successors and assigns shall hereby grant site access to the City of Rexburg or its successors and assigns for the purpose of determining compliance with this Declaration. This Declaration does not convey to the public the right to enter the Property for any purpose whatsoever. B. ENFORCEMENT. The terms and conditions of this Declaration may be enforced by the City of Rexburg and its assigns by injunctive relief and other appropriate available remedies. Any forbearance on behalf of the City of Rexburg to exercise its rights in the event of the failure of Declarant to comply with the provisions of this Declaration shall not be deemed or construed to be a waiver of the City of Rexburg's rights hereunder in the event of any subsequent failure of the i • Declarant to comply. ARTICLE III. DURATION AND APPLICABILITY A. DURATION. It is the intention of Declarant that the restriction contained in this Declaration shall run with the land and with the title to the Property in perpetuity, and shall apply to and be binding upon and inure to the benefit of the successors and assigns of Declarant and to any and all parties hereafter having any right, title or interest in the Property or any part thereof. B. APPLICABILITY. Every provision of this Declaration that applies to the Declarant or City of Rexburg shall also apply to their respective agents, heirs, executors, administrators, assigns, and all other successors as their interests may appear. ARTICLE IV. MISCELLANEOUS A. OWNERS RIGHTS. The Declarant, its successors and assigns, reserves all rights as owner of the Property, including the right to engage in uses of the Property that are not prohibited herein and that are not inconsistent with any City of Rexburg rule, criteria, Permit and the intent and purposes of this Declaration. B. TERMINATION or MODIFICATION. This Declaration shall not be terminated or modified without the express written consent of the City of Rexburg. Any agreed upon modification shall be recorded in the public records of Madison County, Idaho. C. ENTIRE AGREEMENT. This instrument sets forth the entire agreement of the parties with respect to this Declaration. If any provision is found to be invalid, the remainder of the provisions of this Declaration shall not be thereby affected. D. TERMS AND RESTRICTIONS. Grantor shall insert the terms and restrictions of this Declaration in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Property. E. WRITTEN NOTICE. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or success -in- interest. F. RECORDING. Declarant shall record this instrument in a timely fashion in the official records of Madison County, Idaho and may re- record it at any time as may be required to preserve its rights. IN WITNESS WHEREOF, Declarant has hereunto set its authorized hand the day and year firs above writte . �L> Douglas J. Smith Gladys EJAene Smith 0 0 STATE OF IDAHO ss. County of Madison A-,- On this _L3_?day of December, 2006, before me, the undersigned, a Notary Public in and for said County and State, personally appeared _ 0 0 L; � I C; 1 L Y 5 "k ;4� known to me to be the person(s) whose name is subsc&ed the within ana foregoing instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. Seal 0 0 0 Residing at: My Commission Expires: I z) L� 12/13/2006 Area for RLLC Doug Smith (2).jpg a f ' L a F N u MAIN STREET •'o___ x.o i .I E =EP pe i r41 4 T .7 s. m_:� z — : Z m 4 g O w ro� U _ o N i - I w O I I mo - li N _ I 0 tr •. I e a i n � I - Gj� °• � r 3 P I� FIRST SOUTH STREET f E I @ r €. i( y E q �= a Pt . � �E, •i, a 8 i ! C U r� L S 6 E =EP pe i r41 4 T .7 s. m_:� z — : Z m 4 g O w ro� U _ o N i - I w O I I mo - li N _ I 0 tr •. I e a i n � I - Gj� °• � r 3 P I� FIRST SOUTH STREET f E I @ r €. i( y E q �= a Pt r w o €�E 3 sE� E,j• �R. S L p *fi Nall R n [er i ° a! e' L U " n C - : • x "$ K C o O Q � o O P ° - v � O � Z r w o €�E 3 sE� E,j• �R. S L p *fi Nall R n [er i ° a! e' L 0 0 �. SUNDBERG &ASSOCIATES ARCHITECTS SIXTEENTH & BOULEVARD • P.O. BOX 2269 • IDAHO FALLS, IDAHO 83403 TELEPHONE (208) 522 -6901 FAX (208) 522 -6928 November 9, 2006 City of Rexburg Attn: John Millar P.O. Box 280 19 Fast Main Street Rexburg, ID 83440 Re: Dr. Doug Smith Dental Health Center Addition Permit # Dear Mr. Millar: Item Exiting Review. Table 1014.1 Spaces with one Means of Egress Occupancy Group B — 50 Occupants , Section 1016 Corridors. 1016.1 Construction .... exception 4. A fire rating is not required for corridors in an occupancy Group B, which requires only a single means of egress complying with Section 1014. Section 1014.2, exiting distance from the most remote spot in the new addition is greater than 75' -0" to the existing building entrance door; therefore Section 1014.2.1 will require two exit access doorways. Exit access doorway- no. 1 is the existing entrance door, the second exit access door is Door No. D -10 in the new addition. Section 1014.2 — Exit or exit access doorways... requires the (2) exit access doors to be placed a distance apart equal to not less than one -half of the length of the maximum overall of the building or area to be measured in a straight line between exit doors or exit access. The diagonal of the existing building is plus /minus 61' -0" an j ha-, an occupant load of 20. ' E Page 2 — City of Rexburg John Millar — Re: Dr. Doug Smith Building Addition Diagonal of the new building addition is 74' - . The diagonal between exit access Door D10 and existing exit access entrance door is 51'- 0 Exiting of the building is consistent with the requirements for'one exit occupancy group B building. Please call me if you have further questions or comments. Thank you. Very truly yours, SUNDBE ASSOC TES, INC. REGISTERED .-. ARCHITECT PROJECT: DR. SMITH DENTAL BUILDING STRUCTURAL CALCULATIONS PROJECT NO: 06311 CLIENT: SUNDBERG AND ASSOCIATES, INC. DATE: OCTOBER 04, 2006 NOTES: 0600516 Dental Health Center Addition II 11 OCT 2 0 2006 0 U S T R U C T U R A L �r 4943 NORTH 29TH EAST, STE A z 0 IDAHO FALLS, IDAHO 83401 r Phone: (208) 552 -9874 w [ Fax: (208) 552 -9302 z c� 0 z z w � STRUCTURAL CALCULATIONS FOR: DATE: ENGINEER: PROJECT NUMBER: SHEET NUMBER: DR. SMITH DENTAL BUILDING I 10/04/06 1 MB I 06311 1 COVER 1 J BASIS FOR DESIGN 9 DESIGN CODE: DESIGN CRITERIA: wind speed seismic category allowable soil bearing pressure DESIGN LOADS: SLOPED ROOF: 5/8" plywood or OSB wood I- joists 10" batt insulation (R -30) 1/2 "gypboard mech. /elec. /misc. FLOOR: floor cover 1.1/8" osb wood I- joists partions 1/2" gypboard mech. /elec. /misc. EXTERIOR WALLS: stucco on wood lath 1/2" plywood or OSB 2x wood studs at 16" o.c. 1/2 "gypboard 6' batt insulation (R -25) mech. /elec. /misc. MATERIALS: structural lumber connections reinforcing steel concrete 2003 1 BC 90 MPH Exp.B D 1500 psf 2.1 3.0 3.0 2.2 9.7 D.L.= 20.0 psf L.L.= 35 psf 8.0 3.5 3.0 11.0 2.2 2.3 D.L.= 30.0 psf L.L.= 60 psf 8.0 1.7 1.2 2.2 1.8 1.1 16.0 psf Douglas Fir #2 Simpson Grade 60 2500 psi Project Name: Project #: Initials: Date: Sheet: edited 6/3/02 f x� O� LLJ S 0 a NI - N;)3H0 i o HIT - LL c b v o x o LL �►- .10 x 4d 2 9z 3 � q)W o w vo z LL x v LL IL '. j ?- a3xld .015 X .O,b zx x W _ O� m z O o o o HIT - LL c b v o x o LL �►- .10 x 4d 2 9z 3 � q)W o w vo z LL x v LL IL '. j ?- a3xld .015 X .O,b z O o o �IL ~ ~ Q v Q o o" LLI M � � --° - - - LL c b v o x o LL �►- .10 x 4d 2 9z 3 � q)W o w vo z LL x v LL IL '. j ?- a3xld .015 X .O,b �Q l o 9 G Ir LLI UOa O [D w v wp LL p � o � z QQ LU i o LU x lD LL p LL >930 p N X015 d33Q �bz S r R u r u R A Z 0 tt C w i Z _ L9 D Z Z W N P PT LOAD (Ibs): 0 0 from left end: 0.0 A B ( 2) 2 x 8 (3) 2x 6 fv (psi) @ d: 92 90 fb (psi): 877 1016 ATL (in): 0.04 0.06 AD (in): 0.02 0.02 span /A: 1323 867 No. Of MICROLAMS: 2 F (2) 1.3/4x 5.500 115 1306 0.06 0.02 800 Beam Selection ( A F ): A E9 u9E: (2) z x 9 ALLOWABLE STRESS DESIGN wTL (Plf) Loads Reactions (Ibs) Right 2006 2022 Span (ft): 11.5 0.33 0.42 (psf) Loads span /A: 421 325 Reactions (Ibs) SM MARK: EBl roof Lu (ft): 2.0 roof 25 35 35 16 960 560 2300 2300 DL DL LL (psf) Red.LL trib (ft) W W Left Right 3220 Span ft): 4.0 S P ( LL (psf) floor (Psf) 0 0 0 0 0 5520 Lu (ft): 2.0 roof 25 35 35 16 960 560 0 800 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 11122 0 1120 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1920 1920 TL C 1.00 wall /misc. 0 0 - -- 0 0 0 from left end: 0.0 K: 1.0 No. of MICROLAMS: 2 A W UNIFORM LOAD (Plf): 960 560 M (lb -ft): 1920 LL Red. (Y /N) ?: n (2) 2 x 8 (3) 2x 6 (2) 1.3/4x 5.500 fv (psi) @ d: 87 84 DL LL Comments 108 fb (psi): 822 P PT LOAD (Ibs): 0 0 from left end: 0.0 A B ( 2) 2 x 8 (3) 2x 6 fv (psi) @ d: 92 90 fb (psi): 877 1016 ATL (in): 0.04 0.06 AD (in): 0.02 0.02 span /A: 1323 867 No. Of MICROLAMS: 2 F (2) 1.3/4x 5.500 115 1306 0.06 0.02 800 Beam Selection ( A F ): A E9 u9E: (2) z x 9 9M MARK: EB2 wTL (Plf) Loads Reactions (Ibs) DL LL Comments P PT LOAD (Ibs): 0 0 from left end: 0.0 P) LL (psf) Red.LL trib (ft) wTL (Plf) WILL (Plf) Left Right 2006 2022 Span (ft): 11.5 0.33 0.42 (psf) 0.14 0.18 span /A: 421 325 Lu (ft): 2.0 roof Lu (ft): 2.0 roof 25 35 35 16 960 560 2300 2300 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 3220 3220 LL LL def. < L/ 360 floor 0 0 0 0 0 0 5520 5520 TL CD: 1.00 wall /misc. 0 0 -- 0 0 0 W UNIFORM LOAD (Plf): 900 K: 1.0 M (lb -ft): 1800 LL Red. (Y /N) ?: n W UNIFORM LOAD (Plf): 960 560 M (Ib -ft): 15870 LL Red. (Y /N) ?: n DL LL Comments DL LL Comments Beam Selection ( A P PT LOAD (Ibs): 0 0 from left end: 0.0 E C D 6.3/4 x 9 3 -1/8 x 131/2 5.1/8 x 101/2 fv (psi) @ d: 158 130 fb (psi): 2006 2022 ATL (in): 0.33 0.42 AD (in): 0.14 0.18 span /A: 421 325 Beam Selection ( A No. Of MICROLAMS: 2 E F 6.3/4 x 9 (2) 1.3/4x 11.875 119 165 2090 2315 0.51 0.41 0.21 0.17 270 339 Beam Selection ( A - F ): f E92 USE: (2) 1-3i4x ) ) 7/B LvIL R�psf)L trib (ft) 9M MARK: RBZ WILL (Plf) Loads Reactions (Ibs) Project Name. Project #: Initials: Date: Sheet: 03S3- bmbW1Mp_06.09.2 ] LL (p sf) R�psf)L trib (ft) w (Plf) WILL (Plf) Left Right Span (ft): 4.0 ( P s f ) Lu (ft): 2.0 roof 25 35 35 15 900 525 750 750 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 1050 1050 LL LL def.< L/ 360 floor 0 0 0 0 0 0 1800 1800 TL C 1.00 wall /misc. 0 0 - -- 0 0 0 K: 1.0 W UNIFORM LOAD (Plf): 900 525 M (lb -ft): 1800 LL Red. (Y /N) ?: n DL LL Comments P PT LOAD (Ibs): 0 0 from left end: 0.0 No. of MICROLAMS: 2 A B F (2) 2 x 8 (3) 2x 6 (2) 1.3/4x 5.500 fv (psi) @ d: 87 84 108 fb (psi): 822 952 1224 ATL (in): 0.03 0.05 0.06 AD (in): 0.01 0.02 0.02 span /A: 1411 924 854 Project Name. Project #: Initials: Date: Sheet: 03S3- bmbW1Mp_06.09.2 ] 0 WOOD BEAM LL (psf) R psf)L trib (ft) w TL (plf) WILL (plf) Left Right Span (ft): 4.0 (psf) R(ed.LL trib (ft) wT (plf) ALLOWABLE STRESS DESIGN Left Right Span (ft): 12.0 BM MARK: RB2 roof 25 35 35 4 Loads 140 200 Reactions (Ibs) TL def. < L/ 240 roof /fir DL LL (psf Red.LL trib (ft) wTL (plf) WILL (plf) 280 Left Right Span (ft): 11.5 floor (psf) 0 (psf) 0 0 480 480 TL Lu (ft): 2.0 roof 25 35 35 16 960 560 0 2300 2300 DL TL def. < L/ 240 roof /fir 0 0 0 0 0 0 w UNIFORM LOAD (plf): 3220 3220 LL LL def. < L/ 360 floor 0 0 0 0 0 0 5520 5520 TL C D : 1.00 wall /misc. 0 0 - -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 960 560 M (Ib -ft): 15870 LL Red. (Y /N) ?: n DL LL Comments P PT. LOAD (Ibs): 0 0 from left end: 0.0 No. of MICROLAMS: 2 C D E F 3 -1/8 x 13 1/2 5.1/8 x 10 1/2 6.3/4 x 9 (2) 1 -3/4x 11.875 fv (psi) @ d: 158 130 119 165 fb (psi): 2006 2022 2090 2315 ATL (in): 0.33 0.42 0.51 0.41 AD (in): 0.14 0.18 0.21 0.17 span /A: 421 325 270 339 Beam Selection ( A - F ): f Rez use: (2) 1-3/4X 1 1 7/8 LVL BM MARK: RB3 Loads Reactions (Ibs) DL LL Comments P PT LOAD (Ibs): 0 0 from left end: 0.0 No. Of MICROLAMs: 2 A B F (2) 2 x 6 (3) 2x 6 (2) 1.3/4x 5.500 fv (psi) @ d: 34 22 29 fb (psi): 381 254 326 ATL (in): 0.02 0.01 0.01 AD (in): 0.01 0.01 0.01 span /A: 2311 3466 3201 Beam Selection ( A - F ): a R83 use: l21 z X 6 BM MARK: RB4 LL (psf) R psf)L trib (ft) w TL (plf) WILL (plf) Left Right Span (ft): 4.0 (psf) R(ed.LL trib (ft) wT (plf) w LL (plf) Left Right Span (ft): 12.0 Lu (ft): 2.0 roof 25 35 35 4 240 140 200 200 DL TL def. < L/ 240 roof /fir 0 0 0 0 0 0 280 280 LL LL def. < L/ 360 floor 0 0 0 0 0 0 480 480 TL C D : 1.00 wall /misc. 0 0 - -- 0 0 0 0 - -- 0 0 K: 1.0 K: 1.0 W UNIFORM LOAD (plf): 240 140 w UNIFORM LOAD (plf): 240 M (lb -ft): 480 LL Red. (Y /N) ?: n M (lb -ft): 4320 LL Red. (Y /N) ?: n DL LL Comments P PT LOAD (Ibs): 0 0 from left end: 0.0 No. Of MICROLAMs: 2 A B F (2) 2 x 6 (3) 2x 6 (2) 1.3/4x 5.500 fv (psi) @ d: 34 22 29 fb (psi): 381 254 326 ATL (in): 0.02 0.01 0.01 AD (in): 0.01 0.01 0.01 span /A: 2311 3466 3201 Beam Selection ( A - F ): a R83 use: l21 z X 6 BM MARK: RB4 Loads Reactions (Ibs) LL (p sf) R(ed.LL trib (ft) wT (plf) w LL (plf) Left Right Span (ft): 12.0 ( p s f ) Lu (ft): 2.0 roof 25 35 35 4 240 140 600 600 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 840 840 LL LL def.< L/ 360 floor 0 0 0 0 0 0 1440 1440 TL C D : 1.00 wall /misc. 0 0 - -- 0 0 0 K: 1.0 w UNIFORM LOAD (plf): 240 140 M (lb -ft): 4320 LL Red. (Y /N) ?: n DL LL Comments P PT LOAD (I bS): 0 0 from left end: 0.0 No. of MICROLAMs: 2 A B F (2) 2 x 12 (3) 2x 10 (2) 1.3/4x 7.250 fv (psi) @ d: 54 45 77 fb (psi): 819 808 1691 ATL (in): 0.20 0.24 0.53 AD (in): 0.08 0.10 0.22 span /A: 732 611 272 Project Name: Project #: Initials: Date: Sheet: 03 -bm u: up_ M ALLOWABLE STRESS DESIGN eM MARK: EB2 /RB2 Loads Reactions (Ibs) DL LL Comments P PT. LOAD (Ibs): 0 0 from left end: 0.0 No. of MICROLAMs: 2 A B F G (2) 2 x 10 (3) 2x 8 (2) 1.3/4x 5.500 (2) 1.3/4 x 9.5 fv (psi) @ d: 100 97 181 82 fb (psi): 847 919 2054 688 ATL (in): 0.03 0.04 0.09 0.02 AD (in): 0.01 0.01 0.04 0.01 span /A: 1747 1262 509 2622 Beam Selection ( A- F ): A Fe 1 USE: (2) z x T o BM MARK: FB2 Loads Reactions (Ibs) DL LL (psf) Red.LL trib (ft) W (plf) WILL (plf) Left Left Right Span (ft): 3.0 Span (ft): 12.0 (DL (psf) sf)L (psf) Lu (ft): 2.0 -Check roof Lu (ft): 2.0 roof 25 35 35 28 1680 980 4200 4200 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 LL def.< L/ 360 5880 5880 LL LL def. < L/ 360 floor 0 0 0 0 0 0 wall /misc. 10080 10080 TL C 1.00 wall /misc. 0 0 -- 0 0 0 W UNIFORM LOAD (plf): 1510 K: 1.0 M (lb -ft): 1699 W UNIFORM LOAD (plf): 1680 980 M (lb -ft): 30240 LL Red. (Y /N) ?: n DL LL Comments DL LL 0 0 Comments No. of MICROLAMs: 2 P PT. LOAD (Ibs): 0 0 from left end: 0.0 No. Of MICROLAMS: 4 G (2) 2 x 8 (3) 2x C D E F (2) 1 -3/4 x 9.5 fv (psi) @ d: 93 95 3.1/8 x 18 5.1/8 x 13 112 6.3/4 x 12 (4)1.3/4x 11.250 fv (psi) @ d: 48 fb (psi): 202 178 156 162 1155 fb (psi): ATL (in): 0.02 2150 2331 2240 2458 0.01 0.00 ATL (in): 0.01 0.01 0.29 0.41 0.45 1206 0.50 span /A: AD (in): 1306 0.12 0.17 0.19 0.21 span /A: 502 347 321 290 Beam Selection ( A - F ): A Eez /Rez USE: BM MARK. FBI Loads Reactions (Ibs) DL LL (psf) Red.LL trib (ft) W (plf) WILL (plf) Left Right Span (ft): 4.0 (psf) (psf) Lu (ft): 2.0 roof 25 35 35 4 240 140 1180 1180 DL TL def. < L/ 240 roof /fir 0 0 0 0 0 0 1840 1840 LL LL def. < L/ 360 floor 30 60 60 13 1170 780 3020 3020 TL CD: 1.00 wall /misc. 10 0 - -- 10 100 0 K: 1.0 W UNIFORM LOAD (plf): 1510 920 M (lb -ft): 3020 LL Red. (Y /N) ?: n DL LL Comments P PT. LOAD (Ibs): 0 0 from left end: 0.0 No. of MICROLAMs: 2 A B F G (2) 2 x 10 (3) 2x 8 (2) 1.3/4x 5.500 (2) 1.3/4 x 9.5 fv (psi) @ d: 100 97 181 82 fb (psi): 847 919 2054 688 ATL (in): 0.03 0.04 0.09 0.02 AD (in): 0.01 0.01 0.04 0.01 span /A: 1747 1262 509 2622 Beam Selection ( A- F ): A Fe 1 USE: (2) z x T o BM MARK: FB2 Loads Reactions (Ibs) 03SS- bmbui1tup_06.09.21 LL (psf) Red trib (ft) W (plf) WILL (plf) Left Right Span (ft): 3.0 (DL sf)L Lu (ft): 2.0 -Check roof 25 35 35 4 240 140 885 885 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 1380 1380 LL LL def.< L/ 360 floor 30 60 60 13 1170 780 2265 2265 TL Co: 1.00 wall /misc. 10 0 -- 10 100 0 K: 1.0 W UNIFORM LOAD (plf): 1510 920 M (lb -ft): 1699 LL Red. (Y /N) ?: n DL LL Comments P PT. LOAD (Ibs): 0 0 from left end: 0.0 No. of MICROLAMs: 2 A B F G (2) 2 x 8 (3) 2x 6 (2) 1.3/4x 5.500 (2) 1 -3/4 x 9.5 fv (psi) @ d: 93 95 123 48 fb (psi): 776 899 1155 387 ATL (in): 0.02 0.03 0.03 0.01 0.01 0.00 AD (in): 0.01 0.01 1206 6215 span /A: 1994 1306 03SS- bmbui1tup_06.09.21 WOOD BEAM DL LL Comments Loads P PT LOAD (Ibs): 0 0 from left end: 0.0 _ Reactions (Ibs) A B F G LL (psf) (Paf)L trib (ft) W (plf) WILL (plf) ALLOWABLE STRESS DESIGN 84 81 Span (ft): 4.0 69 (psf) SM MARK: FB4 1714 574 AT (in): 0.02 0.03 Loads Lu (ft): 2.0 roof Reactions (Ibs) 35 35 0 0 DL LL(psf) R psf)L trib (ft) W (plf) WILL (plf) Left Right 0 Span (ft): 3.0 1680 1680 ( LL def. < L/ 360 floor 30 60 60 14 1260 840 2520 2520 Lu (ft): 2.0 < =Check roof 25 35 35 0 0 0 765 765 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 1530 1530 LL LL def. < L/ 360 floor 30 60 6o 17 1530 1020 2295 2295 TL C 1.00 wall /misc. 0 0 - -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 1530 1020 M (lb -ft): 1721 LL Red. (Y /N) ?: n DL LL Comments P PT LOAD (Ibs): 0 A B ( 2) 2 x 8 (3) 2x 6 fv (psi) @ d: 95 97 62 fb (psi): 786 910 585 ATL (in): 0.02 0.03 0.02 AD (in): 0.01 0.01 0.01 span /4: 1968 1289 2381 Beam Selection ( A - F ): A F84 USE: c21 z x e BM MARK: FB5 DL LL Comments Loads P PT LOAD (Ibs): 0 0 from left end: 0.0 No. Of MICROLAMS: 2 Reactions (Ibs) A B F G LL (psf) (Paf)L trib (ft) W (plf) WILL (plf) Left Right 84 81 Span (ft): 4.0 69 (psf) 707 767 1714 574 AT (in): 0.02 0.03 0.08 Lu (ft): 2.0 roof 25 35 35 0 0 0 840 840 DL TL def. < L/ 240 roof /flr 0 0 0 0 0 0 1680 1680 LL LL def. < L/ 360 floor 30 60 60 14 1260 840 2520 2520 TL CD: 1.00 wall /mist. 10 0 -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 1260 840 M (lb -ft): 2520 LL Red. (Y /N) ?: n 0 from left end: 0.0 No. Of MICROLAMS: 4 F (4) 1.3/4x 5.500 03SS.bmbuiltup_06.09.21 DL LL Comments P PT LOAD (Ibs): 0 0 from left end: 0.0 No. Of MICROLAMS: 2 A B F G ( 2) 2 x 10 (3) 2x 8 (2) 1 -3/4x 5.500 (2) 1.3/4 x 9.5 fv (psi) @ d: 84 81 151 69 fb (psi): 707 767 1714 574 AT (in): 0.02 0.03 0.08 0.02 AD (in): 0.01 0.01 0.03 0.01 span /o: 2094 1512 610 3142 0 from left end: 0.0 No. Of MICROLAMS: 4 F (4) 1.3/4x 5.500 03SS.bmbuiltup_06.09.21 WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN Load Case 1D +1L +1S 1D +1L + Mint + 1D +1L + Mend +1S 1D +1L +1EQ+ DESCRIPTION: Worst Wall 1 Loads to Wall: 1S w Load case 1245 Height, le (ft) : 9 1245 DL LL trib 1 2 3 4 deflection < L/: 240 roof 25 35 15 900 900 900 900 C& C Interior Zone (psf): 15 floor 30 60 0 0 0 0 0 C & C End Zone (psf): 17 wall 15 0 8 120 120 120 120 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0 LL on roof snow? (Y /N): y 14 2 1 w (plf)= 1020 1020 1020 1020 Lumber grade: 2 ( DF No. 2 ) NDS 2001 1 16 2 2 2 1 TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 5156 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 7.88 for M < Mcap (governs) trib width capacity (ft) = 8.52 for A < L / 240 KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 8.93 for M < Mcap (governs) trib width capacity (ft) = 9.66 for A < L / 240 KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 26.80 for M < Mcap trib width capacity (ft) = 20.29 for A < L / 240 (governs) Interior Zone Worst Wall USE: 2 X 6 @ 24 " O.C. End Zone Worst Wall USE: 2 X 6 @ 24 " O.C. (DF No. 2) Framing at openings (unless noted otherwise on plan): OPENING WIDTH (FT) Load Case 1D +1L +1S 1D +1L + Mint + 1D +1L + Mend +1S 1D +1L +1EQ+ 1 1 1S 1 1S FcE (psi) = 1245 1245 1245 1245 F'c (psi) = 931 1070 1070 1070 fc (psi) = 247 OK 247 OK 247 OK 247 OK M (lb -ft) = 0 304 344 101 Fb' (psi) = 1346 2153 2153 2153 fb (psi) = 0 OK 482 OK 546 OK 161 OK CSR = 0.07 OK 0.33 OK 0.37 OK 0.15 OK Amax (in.) = 0.450 0.450 0.450 0.450 A (in.) =1 0.000 OK 0.093 OK 0.106 OK 0.044 OK TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 5156 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 7.88 for M < Mcap (governs) trib width capacity (ft) = 8.52 for A < L / 240 KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 8.93 for M < Mcap (governs) trib width capacity (ft) = 9.66 for A < L / 240 KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb -ft) = 1357 trib width capacity (ft) = 26.80 for M < Mcap trib width capacity (ft) = 20.29 for A < L / 240 (governs) Interior Zone Worst Wall USE: 2 X 6 @ 24 " O.C. End Zone Worst Wall USE: 2 X 6 @ 24 " O.C. (DF No. 2) Framing at openings (unless noted otherwise on plan): OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING STUDS INT ZONE NO. OF KING STUDS END ZONE NO. OF KING STUDS EARTHQUAKE 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 7 1 1 1 1 8 1 1 1 1 9 1 1 1 1 10 1 1 1 1 11 2 1 1 1 12 2 1 1 1 13 2 1 1 1 14 2 1 2 1 15 2 1 2 1 16 2 2 2 1 edited 612912005 WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN Load Case 1D +1L +1Lr 1D +1L + Mint + 1D +1L + Mend + 1D +1L +1EQ+ DEScRIPTIDN: Exterior Walls (Worst Wall) Loads to Wall: 1 L w Load case FcE (psi) = Height, le (ft) : 9 DL LL trib 1 2 3 4 deflection < L/: 240 roof 15 35 15 750 750 750 750 C& C Interior Zone (psf): 15 floor 15 40 0 0 0 0 0 C& C End Zone (psf): 15 wall 15 0 0 0 0 0 0 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0 LL on roof snow? (Y /N): n 0.450 w (plf)= 750 750 750 750 Lumber grade: 2 ( DF No. 2 ) NDS 2001 0.115 OK 2 3 3 2 14 TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 2438 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 4.17 for M < Mcap trib width capacity (ft) = 2.49 for 0 < L / 240 (governs) Inter E KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 4.17 for M < Mcap trib width capacity (ft) = 2.49 for 4 < L / 240 (governs) KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb-ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 5.23 for A < L / 240 (governs) for Zone Exterior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. nd Zone Exterior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. I (DF No. 2) Framing at openings (unless noted otherwise on Plan): OPENING WIDTH (FT) Load Case 1D +1L +1Lr 1D +1L + Mint + 1D +1L + Mend + 1D +1L +1EQ+ 1 1 1Lr 1 L 1 L FcE (psi) = 504 504 504 504 F'c (psi) = 464 481 481 481 fc (psi) = 190 OK 190 OK 190 OK 190 OK M (lb -ft) = 0 203 203 68 Fb' (psi) = 1553 2484 2484 2484 fb (psi) = 0 OK 793 OK 793 OK 264 OK CSR = 0.17 OK 0.67 OK 0.67 OK 0.33 OK Amax (in.) = 0.450 0.450 0.450 0.450 A (in.) =1 0.000 OK 0.241 OK 0.241 OK 0.115 OK TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 2438 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 4.17 for M < Mcap trib width capacity (ft) = 2.49 for 0 < L / 240 (governs) Inter E KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 4.17 for M < Mcap trib width capacity (ft) = 2.49 for 4 < L / 240 (governs) KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb-ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 5.23 for A < L / 240 (governs) for Zone Exterior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. nd Zone Exterior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. I (DF No. 2) Framing at openings (unless noted otherwise on Plan): OPENING WIDTH (FT) N0, OF TRIMMERS NO. OF KING STUDS INT ZONE NO. OF KING STUDS END ZONE No. OF KING STUDS EARTHQUAKE 3 1 1 1 — 1 4 1 2 2 1 5 1 2 2 1 6 1 2 2 1 7 2 2 2 1 8 2 2 2 1 9 2 3 3 1 10 2 3 3 2 11 2 3 3 2 12 2 3 3 2 13 2 3 3 2 14 3 4 4 2 15 3 4 4 2 16 3 4 4 2 (Project Name: Project #: Initials: Date: Sheet: edited 612912005 WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN Load Case 1D +1L +1Lr 1D +1L +1Wint+ 1D +1L + Mend + 1D +1L +1EQ+ DESCRIPTION: Interior Walls (Worst Wall) 1 Loads to Wall: 1 Lr w Load case 504 Height, le (ft) : 9 504 DL LL trib 1 2 3 4 deflection < L/: 240 roof 15 35 25 1250 1250 1250 1250 C& C Interior Zone (psf): 5 floor 15 40 0 0 0 0 0 C& C End Zone (psf): 5 wall 15 0 0 0 0 0 0 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0- LL on roof snow? (Y /N): n 0.115 OK 4 w (plf)= 1250 1250 1250 1250 Lumber grade: 2 ( DF No. 2 ) NDS 2001 2 2 15 4 2 2 2 TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 2438 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 7.47 for A < L / 240 (governs) Intel E KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 7.47 for A < L / 240 (governs) KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 5.23 for A < L / 240 (governs) for Zone Interior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. nd Zone Interior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. I (DF No. 2) Framing at openings (unless noted otherwise on Dlan): OPENING WIDTH (FT) Load Case 1D +1L +1Lr 1D +1L +1Wint+ 1D +1L + Mend + 1D +1L +1EQ+ 1 1 1 Lr 1 Lr 1 Lr FcE (psi) = 504 504 504 504 F'c (psi) = 464 481 481 481 fc (psi) = 317 OK 317 OK 317 OK 317 OK M (lb -ft) = 0 68 68 68 Fb' (psi) = 1553 2484 2484 2484 fb (psi) = 0 OK 264 OK 264 OK 264 OK CSR = 0.47 OK 0.72 OK 0.72 OK 0.72 OK Amax (in.) = 0.450 0.450 0.450 0.450 0 (in.) =1 0.000 OK 0.080 OK 0.080 OK 0.115 OK TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 2438 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 7.47 for A < L / 240 (governs) Intel E KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 7.47 for A < L / 240 (governs) KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (lb -ft) = 634 trib width capacity (ft) = 12.52 for M < Mcap trib width capacity (ft) = 5.23 for A < L / 240 (governs) for Zone Interior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. nd Zone Interior Walls (Worst Wall) USE: 2 X 4 @ 16 " O.C. I (DF No. 2) Framing at openings (unless noted otherwise on Dlan): OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING STUDS INT ZONE NO. OF KING STUDS END ZONE NO. OF KING STUDS EARTHQUAKE 3 1 1 1 1 4 2 1 1 1 5 2 1 1 1 6 2 1 1 1 7 2 1 1 1 8 3 1 1 1 9 3 1 1 1 10 3 1 1 2 11 3 1 1 2 12 4 1 1 2 13 4 1 1 2 14 4 2 2 2 15 4 2 2 2 16 5 1 2 2 2 Project Name: Project #: Initials: Date: Sheet: edited 612912005 Code Search I. Code: International Building Code 2003 11. Occupancy: Occupancy Group = III. Type of Construction: Fire Rating: Roof = Floor = B Business 0.0 hr 0.0 hr IV. Live Loads: Roof angle (0) 4.00 / 12 18.4 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor 60 psf Stairs & Exitways 100 psf Balcony 0 psf Mechanical N/A Partitions N/A V. Wind Loads: ASCE 7 - 02 Importance Factor 1.00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 14.0 ft Parapet ht above grd 14.0 ft Exposure Category B Enclosure Classif, Enclosed Building Internal pressure +/ -0.18 Building length (L) 55.0 ft Least width (B) 40.0 ft Kh case 1 0.701 Kh case 2 0.575 Topoograyhic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft H< 60ft;exp B Half Hill Length (Lh) 0.0 ft Kzt- Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x= 50.0 ft Bldg up /down wind? downwind H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 K 2 = 0.000 z/Lh = 0.00 K 3 = 1.000 At Mean Roof Ht: Kzt = (1 +K ,, 2 = 1.00 1 www.StruWare.com 2D RIDGE or 3D AXISYMMETRICAL HILL ESCARPMENT I V(z) t V. Wind Loads - MWFRS h<60' (Low -rise Buildings) Enclosed /partially enclosed only 2 g m gstive �r I � ,) os.aJ� Transverse Direction Kz = Kh = 0.70 (case 1) Base pressure (qh) = 12.3 psf GCpi = +/ -0.18 Torsional loads are 25% of zones 1 - 4. 6 See code for loading diagram !g uzuDpzs� r>�nt Longitudinal Direction Edge Strip (a) 4.0 ft End Zone (2a) 8.0 ft Zone 2 length = 20.0 ft Wind Nurrace pressures (psi) - use 10 psi minimum for zones 1 plus 4 and 5 Dlus 6 1 Transverse Direction Longitudinal Direction 11.5 psf 2 Perpendicular 9 = 18.4 deg Parallel 0 = Odeg 3 Surface GCpf w / -GCpi w / +GCpi GCpf w / -GCpi w / +GCpi 5 1 0.52 0.70 0.34 0.40 0.58 0.22 lE 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3E 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.42 -0.24 -0.60 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 0.78 0.96 0.60 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.67 -0.49 -0.85 -0.53 -0.35 -0.71 4E -0.62 -0.44 -0.80 -0.43 -0.25 -0.61 Wind Nurrace pressures (psi) - use 10 psi minimum for zones 1 plus 4 and 5 Dlus 6 1 8.6 4.2 7.2 2.7 11.5 psf 2 -6.3 -10.7 -6.3 -10.7 17.3 psf 3 -3.6 -8.0 -2.3 -6.8 Interior Zone: Wall 4 -2.9 -7.4 -1.4 -5.8 Windward roof overhangs: 5 -3.3 -7.8 -3.3 -7.8 6 1 -3.3 -7.8 -3.3 -7.8 lE 11.9 7.4 9.8 5.3 2E -11.0 -15.4 -11.0 -15.4 3E -6.1 -10.5 -4.3 -8.8 4E -5.4 -9.9 -3.1 -7.5 MWFRS Simple DiaphraEm Pressures (psf) Transverse direction (normal to L) Interior Zone: Wall 11.5 psf Roof -2.7 psf End Zone: Wall 17.3 psf Roof -4.9 psf Longitudinal direction (parallel to L) Interior Zone: Wall 10.0 psf End Zone: Wall 12.8 psf Windward roof overhangs: 8.4 psf (upward) add to windward roof pressure Parapet Windward parapet: 22.2 psf (GCpn = +1.8) Leeward parapet: -13.6 psf (GCpn = -1.1) WINDWARD OVERHANGS WINDWARDROOF LEEWARD ROOF VERTICAL 8 � d a TRANSVERSE ELEVATION WINDWARD ROOF LEEWARD ROOF 1!! J 1 1 1 1 t l VERTICAL Ln or ZANE2 X LONGITUDINAL ELEVATION 0 0 V. Wind Loads - Components & Cladding: Bui ldinqs h560' & Alternate desian 60' <h <90' Kz = Kh (case 1) = 0.70 GCpi = +/ -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 12.3 psf a = 4.0 ft 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft Roof Angle = 18.4 deg Type of roof = Gable Roof Ares Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Walls Ares Negative Zone z Negative Zone < Positive Zone 4 & s Parapet GC +/- GC i Surface Pressure (sf) Use input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.08 -1.01 -0.98 -13 psf -12 psf -12 ps -13 psf -12 ps -1.88 -1.53 -1.38 -23 psf -19 psf -17 ps -21 psf -18 ps -2.78 -2.36 -2.18 -34 psf -29 psf -27 ps -32 psf -28 ps 0.68 0.54 0.48 10 psf 10 psf 10 psf 10 psf 10 ps -2.20 -2.20 2.20 -27 psf -27 psf -27 ps 27 psf -27 ps -3.70 -2.86 1 -2.50 1 1 -46 psf -35 psf -31 ps -41 psf -33 ps GC +/- GC i Surface Pressure (psf) Use input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf 1.28 -1.10 -0.98 -15.8 psf -13.6 psf -12.1 ps -14.3 psf -13.0 ps -1.58 -1.23 -0.98 -19.5 psf -15.1 psf -12.1 ps -16.5 psf -13.8 ps 1.18 1.00 0.88 14.6 psf 12.4 psf 10.9 ps 13.0 psf 11.7 ps qp = 12.3 psf C CASE A = pressure towards building CASE B = pressure away from building C Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 psf 0.0 psf 0.0 psf Corner zone: 0.0 ps f 0.0 ps f 0.0 ps f ASE B : Interior zone: 0.0 psf 0.0 psf 0.0 psf Comer zone: 0.0 ps f 0.0 ps f 0.0 ps f M '-I I [ F I I f > I (D I i E f [ I 1 I I Monoslope roofs 10° < 0 5 30° ITL C lo 0 -_ _ _ I_ I -_ - Ea 0 1 {0 I I ter, Monoslope roofs 3 0 > 7 degrees 1 (D/ V 02 0 > 7 degrees 0 <_ 7 degrees and Monoslope :5 3 degrees 1- STORY WOOD SHEARWALL LINE: SW1, 4' Lateral Force: Lateral Force: 980 plf Trib. Length: 1 ft Less due to geometry: 0 lb p : 1.00 ft Total Wall Length: 4 ft Short Wall Length: 4 ft Wall Height: 8 ft Roof DL: 25 psf Trib. Width: 4 ft Wall Weight: 15 psf DL factor: 0.60 ft Force: 980 lb Wall Shear, V : 245 plf A Total O.T.M: 7840 ft *lb Short Wall O.T.M: 7840 ft *lb Short Wall M R : 1760 ft *lb Strap Uplift: 1696 lb LINE: SW1, 7 Lateral Force: Lateral Force: 1720 plf Trib. Length: 1 ft Less due to geometry: 0 lb p : 1.00 ft Total Wall Length: 7 ft Short Wall Length: 7 ft Wall Height: 8 ft Roof DL: 25 psf Trib. Width: 4 ft Wall Weight: 15 psf DL factor: 0.60 ft Force: 1720 lb Shear, V : 246 plf Total O.T.M: 13760 ft *lb Short Wall O.T.M: 13760 ft *lb Short Wall M R : 5390 ft *lb Uplift: 1504 lb Wall A Strap LINE: SW2 Lateral Force: LINE: SW3, 6' Trib. Length: Lateral Force: 1350 plf Lateral Force: 1600 plf Trib. Length: 1 ft Trib. Length: 1 ft Less due to geometry: 0 lb Less due to geometry: 0 lb P : 1.00 Trib. Width: p : 1.00 Wall Weight: Total Wall Length: 6 ft Total Wall Length: 6 ft Short Wall Length: 6 ft Short Wall Length: 6 ft Wall Height: 8 ft Wall Height: 8 ft Roof DL: 25 psf Roof DL: 25 psf Trib. Width: 4 ft Trib. Width: 15 ft Wall Weight: 15 psf Wall Weight: 15 psf DL factor: 0.60 DL factor: 0.60 Force: 1350 lb Wall Force: 1600 lb Wall Shear, V : 225 plf A Shear, V : 267 plf A Total O.T.M: 10800 ft *lb Total O.T.M: 12800 ft *lb Short Wall O.T.M: 10800 ft *lb Short Wall O.T.M: 12800 ft *lb Short Wall M R : 3960 ft *lb Strap Short Wall M R : 8910 ft *lb Strap Uplift: 1404 lb Uplift: 1242 lb LINE: SW3, 13.5 Lateral Force: 3600 plf Trib. Length: 1 ft Less due to geometry: 0 lb P : 1.00 Total Wall Length: 13.5 ft Short Wall Length: 13.5 ft Wall Height: 8 ft Roof DL: 25 psf Trib. Width: 15 ft Wall Weight: 15 psf DL factor: 0.60 0.60 Force: 3600 lb Shear, V : 267 plf Total O.T.M: 28800 ft *lb Short Wall O.T.M: 28800 ft*lb Short Wall M R : 45106.88 ft *lb Uplift: 129 lb LINE: Lateral Force: plf Trib. Length: ft Less due to geometry: lb P: Total Wall Length: ft Short Wall Length: ft Wall Height: ft Roof DL: psf Trib. Width: ft Wall Weight: psf DL factor: 0.60 Wall Force: 0 lb A Shear, V : #DIV /0! plf Tote IO.T.M: 0 ft *lb Short Wall O.T.M: 0 ft *lb Strap Short Wall M R : 0 ft *lb Uplift: #DIV /0! lb Wall Strap edited 6/3/02 0 • REINFORCED CONCRETE RETAINING WALL LOCATION: Retaining Wall SOIL DATA: Soil wt.(pcf): 110 Active Soil Pressure (psf /ft): 35.0 3 Sec. Gust Wind Speed (85- 90mph) : 90 Sliding friction coeff: 0.25 Passive soil pressure (psf /ft): 150 Exposure [B,CJ : C Surcharge on backfill (psf): 0 Soil brg. pressure (psf): 1500 P (PSF) : 21.7 Ka: 0.32 Concentric loads (DL): 0 lb/ft 8.00 Concentric loads (I-Q: 0 lb/ft Comment: 0.1 WALL DATA: 8.00 Maximum height(retaining), H (ft): 8.0 f'c (psi): 2500 pmin: 0.0033 or 4/3 p calc'ed Fence height, H (ft): 0.0 (31 wall: 0.85 pmax: 0.0134 Rebar Fy (ksi): 60 pideal: 0.0083 center rebar(Y /N) ?: N Channel rebar each face (Y /N) ?: N Wall (Y /N) ?: N Front face Rebar 5.75 6 Vert. Rebar Hor. Rebar Vert. Hor. Wall Vu (k) Mu (k -ft) wall t (in) d (in) �Vc (k) pv As (in /ft) bar (in o.c.) bar (in o.c.) (in /ft) (in /ft) Top 0 0 8.00 5.75 6 .875H 0.0 0.0 8.00 5.75 6 .750H 0.1 0.1 8.00 5.75 6 .625H 0.3 0.3 8.00 5.75 6 .500H 0.5 0.6 8.00 5.75 6 .375H 0.7 1.2 8.00 5.75 6 .250H 1.1 2.1 8.00 5.75 6 .125H 1.5 3.4 8.00 5.75 6 Base 1.9 5.1 8.00 5.75 6 Wall base key min. thickness for shear (in): 4.9 FOOTING DATA: 0.0033 OK OK Width (ft): 4.00 OK Thick. (in.): 12 Embedment depth (in.): 12 #4 @ 12 . -- ••• Toe (in): 17 0.0000 Heel (in): 23 0.00 dowel length (in): 45 FOOTING STABILITY: OK Item wt. (Ib /ft; xbar (ft.) Mr (k -ft) stem 800 1.75 1.4 footing 600 2.00 1.2 key 0 0.00 0.0 soil heel 1687 3.04 5.1 soil toe 0 0.71 0.0 surcharge 0 3.04 0.0 total 3087 7.7 OK 0.0000 OK 0.00 #4 @ 18 #4 @ 12 . -- ••• OK 0.0000 OK 0.00 #4 @ 18 #4 @ 12 ... - -- OK 0.0001 OK 0.00 #4 @ 18 #4 @ 12 OK 0.0002 OK 0.01 #4 @ 18 #4 @ 12 - -- - -- OK 0.0005 OK 0.03 #4 @ 18 #4 @ 12 - -- ••• OK 0.0009 OK 0.06 #4 @ 18 #4 @ 12 - -- - -- OK 0.0016 OK 0.11 #4 @ 18 #4 @ 12 - -• - -- OK 0.0026 OK 0.18 #4 @ 13 #4 @ 12 • -- - -- OK 0.0033 OK 0.23 #4 @ 10 #4 @ 12 ••. Key depth below ftg (in): 0 OK Key thickness (in): 0 Toe to face of key (in): 0 Concrete Footing f'c (psi): 2500 loc. of dowel splice (% H): 0.375 Iwel dev. Into ftg key (Y /N): N Overturning ... Total wt. (kips): 3.1 Mot (k -ft): 4.25 Mr (k -ft): 7.7 F.S. overturning: 1.82 OK FOOTING REBAR: Toe ... Heel ... 23 in dbot. (in): 8.8 dtop (in): 9.8 Q @ face of wall (psf): 1061 Upward Qs @ face of wall (psf): 701 Q @ d (psf): 667 Upward Qs @ d (psf): 262 Toe self wt. (k): 0.2 Upward R at heel (k): 0.5 Toe self wt. @ d (k): 0.1 Upward R at d (k): 0.3 Vu (k): 3.1 Vu (k): 2.5 Vu @ d (k): 1.3 Vu @ d (k): 1.2 OVc (k): 8.9 OK �Vc (k): 9.9 Mu @ face (k -ft): 3 Mu @ face (k -ft): 2.5 P: 0.0009 p: 0.0006 As (in2 /ft): 0.1 As (in /ft): 0.1 Bottom bar: #4 Top bar: #4 Bot. bar spacing (in o.c.): 18.0 (max.) Top. bar spacing (in o.c.): 18.0 OK Sliding ... Sliding force (k): 1.4 Passive resistance(k): 0.1 Sliding friction (k): 0.8 F.S. sliding: 0.60 NG Toe fill to be ignored (in): 0.0 131 footing: 0.85 pmin: 0.0033 or 4/3 p calc'ed pmax: 0.0134 pideal: 0.0083 Soil Pressure (psf) ... x: 1.13 e: 0.87 middle 1/3: 1.33 Qmax: 1826 NG Qmin: 0 ACTIVE (max.) U a 3 r z 0 m E WIDTH PASSIVE Project Name: Project #: Initials: Date: Sheet: RefWalll BC_06.09.29. xis